Terminal B Safety Improvements

Invitation To Bidders Release Date: June 30, 2026

Addendum III

SCHEDULE OF REVISIONS

This Addendum forms part of the Contract Documents and modifies the Invitation to Bidders, and the Contract Documents Issued for Bid dated June 29, 2026, as described herein.

Acknowledge receipt of this Addendum in the space provided on the Bid Form. Where any portion of this Addendum conflicts with the Contract Documents previously issued, this

Addendum shall govern.

Written responses to bidder questions received through July 22, 2026, are issued here in the attached Questions and Answers section. The responses form part of the Contract Documents.

Where a response describes a clarification of the Contract Documents, that clarification shall govern whether a corresponding drawing or specification revision is issued with this Addendum or not.

REVISED DRAWINGS

Remove and discard the following sheets from the Bid Drawing set and replace with the corresponding sheets issued with this Addendum, identified as Revision 1 and dated as noted in each title block.

Sheet G001 Notes and Legends. Replace in full. The Stormwater Pollution Prevention Notes have been revised to reflect that no Stormwater Pollution Prevention Plan (SWPPP) is filed for this Project and that no permanent stormwater management practice is required. Notes 1, 2, 3, 5, 6 and 8 have been revised. All erosion and sediment control installation, maintenance and inspection obligations are retained.

Sheet G002 Notes and Legends. Replace in full. The Legend has been revised to distinguish pavement treatments. The graphic symbol previously identified as "Asphalt Paving - Walkway" is now identified as "Asphalt Walkway," and a new symbol for "Asphalt Mill and Top" has been added.

Sheet L101 Site Layout, Materials and Furnishing Plans Replace in full. Asphalt walkway areas have been identified on both the North and South plans by reference to Detail 4/L502, distinguishing areas of new full-depth asphalt walkway construction from general areas of mill-and-overlay pavement.

Sheet L301 Site Sections. Site Sections. Replace in full. Details and enlarged plans, Site

Section, Enlarged Plans and details have been revised to reference Detail 5/L502 for existing asphalt to be milled and overlaid, and Detail 4/L502 for new asphalt pavement.

REVISED SPECIFICATION SECTIONS

Remove and discard the following Specification Section and replace with the corresponding

Section issued with this Addendum.

2.1 Section 312500 — Erosion and Sediment Controls. Replace in full. The Section has been revised to remove language specific to the filing of a Stormwater Pollution Prevention Plan at paragraphs 1.4.C.1, 1.7.A, 1.7.B, 1.7.C.3, 1.7.D and 3.2.A. All erosion and sediment control installation, maintenance and inspection obligations are retained. Additional coordination corrections have been made throughout the Section.

CORRECTIONS TO THE CONTRACT DOCUMENTS

The following corrections are made to the Contract Documents. The Specification Sections identified below are not reissued; the corrections stated here shall govern.

3.1 Section 000003 — Owner-Contractor Agreement, Article 3.1(h). Delete the amount "$5,000" and substitute "$1,000" in its place. Liquidated damages for the Project are One Thousand

Dollars ($1,000) per calendar day, consistent with Section 000004.

3.2 Section 000004 — Supplementary Conditions, Paragraph 3.1(h). The reference to

"SECTION 3" shall be read as "ARTICLE 3" for consistency with Section 000003. Liquidated damages of One Thousand Dollars ($1,000) per calendar day are confirmed.

Written responses to bidder questions received through July 22, 2026, are issued herewith in the attached Questions and Answers Matrix. The responses contained therein form part of the

Contract Documents. Where a response describes a clarification of the Contract Documents, that clarification shall govern whether or not a corresponding drawing or specification revision is issued with this Addendum.

ATTACHMENTS

Revised Drawings Sheets G001, G002, L101and L301.

Revised Specification Section 312500 Erosion and Sediment Controls.

Co py rig ht ©

AZ

AR

D

ES

IG

N

CO

, a ll r igh ts res erv ed

. N o p ort ion of th is dra win g m ay be re pro du ce d, sto red , o r tr an sm itte d b y a ny m ea ns w ith ou t p rio r w ritt en pe rm iss ion of th e d es ign pr ofe ss ion al.

Al ter ati on s t o t his do cu me nt are ille ga l e xc ep t w he n m ad e i n a cc ord an ce w ith th e N ew

Yo rk

Sta te

Ed uc ati on

La w, Se cti on

, S ub div isio n 2

PL

OT

D

AT

E 7/2

8/2

6 4 :42

:01

PM

F

ILE

N

AM

E C:

\U se rs\ sfa rm an d\D C\

AC

CD

oc s\A za r D es ign

\EC

HD

C Te rm ina l B Sa fet y I mp rov em en ts\ Pr oje ct

Fil es

\M od els \Si te- Civ il-L A\2

6.0 0_

Co ve r.d wg

CE

RT

IFI

CA

TE

O

F A

UT

HO

RI

ZA

TIO

N

NO

SEAL:

PROJECT STATUS:

REVISION

NUMBER REVISION DATE

SCALE:

CHECKED BY:

PROJECT NO.:

SHEET:

DRAWN BY:

DATE: PROJECT MANAGER:

SHEET # OF

AZAR No. 250136.00

05/20/2026 ZR

TE

RM

INA

L B

SA

FE

TY

IM

PR

OV

EM

EN

TS

1 F

UH

RM

AN

N

BO

UL

EV

AR

D, BU

FF

AL

O, N Y 1

OW

NE

R:

Er ie Ca na l H arb or

De ve lop me nt Co rpo rat ion (E

CH

DC

CONTRACT DOCUMENTS

ISSUED FOR BID

This document is valid only if bearing a professional seal, signature, and date.

07/28/2026REVISION 01

GENERAL SITE NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCING WORK.

2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING THE DRAWINGS AND SPECIFICATIONS.

3. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND THE NATURE AND EXTENT OF THE WORK. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR FAILURE TO INCLUDE ALL REQUIRED LABOR, MATERIALS, AND SERVICES NECESSARY TO

COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

4. WHERE THE CONTRACT DOCUMENTS REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, ALL ASSOCIATED COSTS FOR HANDLING, TRANSPORTATION, AND DISPOSAL SHALL BE INCLUDED IN THE BID, UNLESS OTHERWISE NOTED. ALL EXCAVATED SOIL AND MATERIAL HANDLING, REUSE, AND DISPOSAL SHALL COMPLY WITH THE PROJECT SITE MANAGEMENT PLAN AND SPECIFICATION SECTION 017419. CONTAMINATED SOIL EXCAVATION, TRANSPORTATION, AND DISPOSAL SHALL BE PAID ON A UNIT PRICE BASIS AS DESCRIBED IN THE BASE BID AND UNIT PRICE REQUIREMENTS ON THIS SHEET.

5. THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION AND SHALL PROMPTLY NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS. ANY REQUIRED MODIFICATIONS SHALL BE SUBJECT TO

REVIEW AND APPROVAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING FACILITIES OR MATERIALS CAUSED BY CONSTRUCTION OPERATIONS, EXCEPT

WHERE SUCH DAMAGE IS EXPLICITLY INCLUDED AS PART OF THE INTENDED WORK.

7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS, SEQUENCING, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS AND APPLICABLE REGULATIONS.

8. THE PROJECT IS LOCATED ON PUBLICLY HELD LANDS OWNED BY EMPIRE STATE DEVELOPMENT / ERIE CANAL HARBOR DEVELOPMENT CORPORATION AND IS NOT WITHIN, NOR DOES IT CONNECT TO, A CITY OF BUFFALO PUBLIC RIGHT-OF-WAY. CITY OF BUFFALO ZONING AND LAND USE REGULATIONS, INCLUDING THE BUFFALO GREEN CODE, APPLY TO THE PROJECT. ALL WORK SHALL BE COORDINATED WITH THE OWNER AND SHALL COMPLY WITH ALL APPLICABLE EASEMENTS, PERMITS, AND REGULATORY REQUIREMENTS.

9. THE PROJECT LIMITS ABUT BUT DO NOT EXTEND INTO THE NYSDEC ENVIRONMENTAL EASEMENT (L.11212 P.9031). NO WORK IS PROPOSED WITHIN THE ENVIRONMENTAL EASEMENT. THE EASEMENT IS UNDERSTOOD TO TERMINATE AT OR NEAR THE FACE OF THE EXISTING QUAY WALL. ALL CONSTRUCTION

ACTIVITIES SHALL BE PERFORMED OUTSIDE OF THE EASEMENT LIMITS.

10. THE PROJECT SITE IS SUBJECT TO TWO SEPARATE SITE MANAGEMENT PLANS (SMPS):

10.1. THE PORT GREENBELT SHORELINE IMPROVEMENT PROJECT SITE MANAGEMENT PLAN (NYSDEC SITE NO. B-00149-9), GOVERNING THE AREA WITHIN THE

NYSDEC ENVIRONMENTAL EASEMENT; AND

10.2. THE TERMINAL B SITE MANAGEMENT PLAN DEVELOPED BY ERIE CANAL HARBOR DEVELOPMENT CORPORATION (ECHDC), GOVERNING THE PROJECT SITE

OUTSIDE THE ENVIRONMENTAL EASEMENT.

10.3. AS NO WORK IS PROPOSED WITHIN THE NYSDEC ENVIRONMENTAL EASEMENT, THE ECHDC SITE MANAGEMENT PLAN SHALL GOVERN ALL WORK ASSOCIATED

WITH THIS PROJECT.

11. PORTIONS OF THE SITE WITHIN THE NYSDEC ENVIRONMENTAL EASEMENT MAY CONTAIN AN EXISTING DEMARCATION LAYER. AS NO WORK IS PROPOSED WITHIN THE EASEMENT, INTERACTION WITH THIS LAYER IS NOT ANTICIPATED. IF INADVERTENTLY ENCOUNTERED, IT SHALL BE PROTECTED IN PLACE AND THE OWNER’S

REPRESENTATIVE SHALL BE NOTIFIED.

12. NO DEMARCATION LAYER IS REQUIRED BENEATH NEW CONCRETE OR PAVED SURFACES, INCLUDING AREAS ASSOCIATED WITH STRUCTURAL REPAIRS AND

SURFACE RESTORATION.

13. WHERE NEW OPEN SOIL AREAS ARE CONSTRUCTED INCLUDING PLANTING BEDS, A DEMARCATION LAYER SHALL BE PROVIDED AT THE TOP OF EXISTING SUBGRADE

WITH A MINIMUM OF ONE FOOT (1'-0") OF CLEAN COVER, UNLESS OTHERWISE NOTED.

14. IF SIGNS OF SOIL CONTAMINATION ARE ENCOUNTERED DURING EXCAVATION, WORK IN THE AFFECTED AREA SHALL BE SUSPENDED AND THE OWNER’S REPRESENTATIVE SHALL BE IMMEDIATELY NOTIFIED. SIGNS OF CONTAMINATION INCLUDE, BUT ARE NOT LIMITED TO, ODOR, OILY SHEEN, SLUDGE, SOIL STAINING, AND UNUSUAL FILL MATERIAL. THE NYSDEC SHALL BE CONTACTED BY THE OWNER’S REPRESENTATIVE IF PETROLEUM-CONTAMINATED SOIL IS ENCOUNTERED

DURING CONSTRUCTION.

15. CONSTRUCTION ADMINISTRATION FOR THIS PROJECT SHALL BE PERFORMED BY THE OWNER AND THE OWNER'S REPRESENTATIVE. NO CONSTRUCTION MANAGER IS ASSIGNED TO THIS PROJECT. THE OWNER'S REPRESENTATIVE DOES NOT DIRECT MEANS AND METHODS OF CONSTRUCTION, WHICH REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE ALL NYSDEC-RELATED COMPLIANCE ACTIVITIES DIRECTLY WITH THE OWNER'S REPRESENTATIVE IN ACCORDANCE WITH SPECIFICATION SECTION 017419 AND THE PROJECT SITE MANAGEMENT PLAN, INCLUDING SCHEDULING OF REGULATED ACTIVITIES, REQUIRED NOTIFICATIONS, DOCUMENTATION OF SOIL HANDLING AND DISPOSAL, AND SUBMISSION OF ALL REQUIRED COMPLIANCE RECORDS. NO REGULATED WORK SHALL COMMENCE WITHOUT PRIOR WRITTEN CONFIRMATION FROM THE OWNER'S REPRESENTATIVE THAT ALL APPLICABLE NYSDEC

NOTIFICATION AND DOCUMENTATION REQUIREMENTS HAVE BEEN MET.

16. PERFORM ALL WORK IN COMPLIANCE WITH TITLE 29, CODE OF FEDERAL REGULATIONS, PART 1926 (OSHA), SAFETY AND HEALTH REGULATIONS FOR

CONSTRUCTION.

17. PRIOR TO ANY EXCAVATION, NOTIFY THE UNDERGROUND FACILITIES PROTECTION ORGANIZATION (DIG SAFELY NEW YORK) A MINIMUM OF SEVEN (7) FULL WORKING DAYS IN ADVANCE BY CALLING 1-800-962-7962. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY OWNERS THAT ARE NOT MEMBERS OF THE DIG SAFELY

NEW YORK PROGRAM.

GENERAL SITE SOIL AND MATERIAL HANDLING REQUIREMENTS

REQUIREMENTS FOR WORK OUTSIDE NYSDEC ENVIRONMENTAL EASEMENT

1. PORTIONS OF THE PROJECT SITE LOCATED OUTSIDE THE NYSDEC ENVIRONMENTAL EASEMENT ARE SUBJECT TO A PROJECT-SPECIFIC SITE MANAGEMENT PLAN DEVELOPED BY THE OWNER (ECHDC) FOR THE TERMINAL B PROJECT. ALL WORK IN THESE AREAS SHALL COMPLY WITH THE REQUIREMENTS OF THE OWNER-DEVELOPED SITE MANAGEMENT PLAN, INCLUDING ALL REVISIONS AND DIRECTIVES ISSUED BY THE OWNER OR OWNER’S REPRESENTATIVE.

2. SOIL HANDLING, TESTING, REUSE, IMPORT, AND DISPOSAL REQUIREMENTS OUTSIDE THE NYSDEC ENVIRONMENTAL EASEMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SITE MANAGEMENT PLAN AND SHALL REFLECT A CONSERVATIVE APPROACH CONSISTENT WITH NYSDEC BEST

PRACTICES.

3. ALL EARTHWORK AND MATERIAL HANDLING OUTSIDE THE NYSDEC ENVIRONMENTAL EASEMENT SHALL BE PERFORMED IN A MANNER THAT MINIMIZES EXPOSURE PATHWAYS AND PROTECTS PUBLIC HEALTH AND THE ENVIRONMENT, CONSISTENT WITH THE PROJECT SITE MANAGEMENT PLAN.

4. SOIL DISTURBANCE AND MATERIAL HANDLING SHALL COMPLY WITH SPECIFICATION SECTION 017419.

CONSTRUCTION SEQUENCING AND RESTORATION

1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE.

2. ALL DISTURBED SOILS SHALL BE RESTORED WITH THE REQUIRED DEMARCATION LAYER AND MINIMUM CLEAN COVER IMMEDIATELY FOLLOWING

COMPLETION OF WORK IN THOSE AREAS.

3. FAILURE TO RESTORE DISTURBED AREAS IN ACCORDANCE WITH THESE REQUIREMENTS SHALL BE CORRECTED AT THE CONTRACTOR’S EXPENSE.

SOIL DISTURBANCE AND CONTAMINATION ASSUMPTIONS

1. SOILS ENCOUNTERED DURING EXCAVATION OUTSIDE THE NYSDEC ENVIRONMENTAL EASEMENT SHALL BE ASSUMED TO REQUIRE CONTROLLED HANDLING IN ACCORDANCE WITH THE PROJECT SITE MANAGEMENT PLAN, UNLESS DEMONSTRATED OTHERWISE THROUGH TESTING AND APPROVAL BY THE OWNER

OR OWNER’S REPRESENTATIVE.

2. IF SIGNS OF SOIL CONTAMINATION ARE ENCOUNTERED DURING EXCAVATION, WORK IN THE AFFECTED AREA SHALL BE SUSPENDED AND THE OWNER’S REPRESENTATIVE SHALL BE IMMEDIATELY NOTIFIED. SIGNS OF CONTAMINATION INCLUDE, BUT ARE NOT LIMITED TO, ODOR, OILY SHEEN, SLUDGE, SOIL

STAINING, AND UNUSUAL FILL MATERIAL.

3. EXCAVATED SOILS SHALL BE STOCKPILED, TESTED, MANAGED, REUSED, OR DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH THE PROJECT SITE

MANAGEMENT PLAN AND APPLICABLE REGULATORY REQUIREMENTS.

4. SOIL REUSE: CUT MATERIAL MAY BE REUSED ONSITE FOR BENEFICIAL USE IN ACCORDANCE WITH THE PROJECT SITE MANAGEMENT PLAN AND SHALL BE

COVERED AS REQUIRED BY THE CONTRACT DOCUMENTS.

MAP NOTES

1. TOPOGRAPHIC SURVEY AND MAPPING WERE PREPARED BY PATRIOT DESIGN & CONSULTING, PLCC.

2. BOUNDARY SURVEY INFORMATION WAS PREPARED BY RAVI ENGINEERS PROVIDED BY THE OWNER ESD/ECHDC.

3. HORIZONTAL DATUM IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/2011), NEW YORK STATE PLANE COORDINATE SYSTEM, WEST ZONE.

4. VERTICAL DATUM IS REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED BY STATIC GPS METHODOLOGY FROM NYSCORS

NETWORK.

5. BEARINGS SHOWN HEREON ARE GRID BEARINGS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM, NAD83/2011, WEST ZONE; GRID NORTH DIFFERS FROM TRUE NORTH; THE ANGULAR RELATIONSHIP BETWEEN GRID NORTH AND TRUE NORTH SHALL BE DETERMINED AT THE PROJECT LOCATION.

NYSDEC ENVIRONMENTAL EASEMENT REQUIREMENTS

1. THE PROJECT LIMITS ABUT BUT DO NOT ENCROACH INTO THE NYSDEC ENVIRONMENTAL EASEMENT (L.11212 P.9031). NO WORK IS ANTICIPATED WITHIN THE EASEMENT LIMITS. ANY WORK WITHIN THE EASEMENT SHALL REQUIRE PRIOR WRITTEN AUTHORIZATION FROM NYSDEC.

2. THE CONTRACTOR SHALL PROTECT THE ENVIRONMENTAL EASEMENT AREA FROM DISTURBANCE, INCLUDING BUT NOT LIMITED TO EQUIPMENT ACCESS, MATERIAL STOCKPILING, AND GRADING ACTIVITIES.

3. THE CONTRACTOR SHALL ENSURE THAT NO EQUIPMENT, MATERIALS, OR PERSONNEL ENCROACH INTO THE ENVIRONMENTAL EASEMENT UNLESS EXPRESSLY

AUTHORIZED.

4. ANY INADVERTENT DISTURBANCE OF THE ENVIRONMENTAL EASEMENT SHALL BE IMMEDIATELY REPORTED TO THE OWNER’S REPRESENTATIVE AND SHALL BE

RESTORED IN ACCORDANCE WITH NYSDEC REQUIREMENTS.

5. NO SOIL EXCAVATION, MATERIAL PLACEMENT, OR MODIFICATION OF SURFACE CONDITIONS SHALL OCCUR WITHIN THE EASEMENT WITHOUT WRITTEN

AUTHORIZATION FROM NYSDEC.

6. WORK ADJACENT TO THE QUAY WALL SHALL BE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF MATERIALS OR CONDITIONS

WITHIN THE ENVIRONMENTAL EASEMENT.

NO

TE

S

AN

D

LE

GE

ND

G001

NOT TO SCALE

SF MF-ZR

XXX

BASE BID AND UNIT PRICE REQUIREMENTS

1. THE BASE BID SHALL INCLUDE ALL COSTS ASSOCIATED WITH COMPLIANCE WITH APPLICABLE SOIL HANDLING AND MATERIAL MANAGEMENT REQUIREMENTS, INCLUDING TESTING, HANDLING, DOCUMENTATION, COORDINATION, AND SITE RESTORATION, AS REQUIRED BY THE PROJECT SITE MANAGEMENT PLAN AND APPLICABLE REGULATORY REQUIREMENTS. ALL WORK SHALL BE PERFORMED IN A MANNER THAT AVOIDS DISTURBANCE OF AREAS SUBJECT TO THE NYSDEC

ENVIRONMENTAL EASEMENT.

2. VARIABLE QUANTITIES OF CONTAMINATED SOIL EXCAVATION, TRANSPORTATION, AND DISPOSAL SHALL BE PAID FOR ON A UNIT PRICE BASIS, AS BID.

3. UNIT PRICES FOR CONTAMINATED SOIL HANDLING SHALL INCLUDE ALL LABOR, EQUIPMENT, TESTING, TRANSPORTATION, DISPOSAL FEES, DOCUMENTATION, AND INCIDENTAL COSTS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH NYSDEC REQUIREMENTS.

4. UNIT PRICES SHALL APPLY ONLY TO QUANTITIES AUTHORIZED IN WRITING BY THE OWNER OR THE OWNER’S REPRESENTATIVE.

5. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED BEYOND THE BID UNIT PRICES FOR CONTAMINATED SOIL HANDLING, REGARDLESS OF DISPOSAL FACILITY, HAUL DISTANCE, SOIL CLASSIFICATION, OR HANDLING METHOD.

BIDDER ACKNOWLEDGMENT AND CONFLICT RESOLUTION

1. BY SUBMITTING A BID, THE CONTRACTOR ACKNOWLEDGES REVIEW OF THE NYSDEC ENVIRONMENTAL EASEMENT REQUIREMENTS, AND GENERAL SITE SOIL

HANDLING REQUIREMENTS AND HAS INCLUDED ALL ASSOCIATED COSTS IN THE BASE BID AND UNIT PRICES PROVIDED.

2. WHERE WORK OCCURS WITHIN OVERLAPPING EASEMENTS (INCLUDING NYSDEC ENVIRONMENTAL EASEMENTS AND NYS DOT OR UTILITY EASEMENTS), THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN UNLESS OTHERWISE APPROVED IN WRITING BY THE APPLICABLE AGENCY.

3. IN THE EVENT OF CONFLICT BETWEEN THESE NOTES, THE DRAWINGS, THE SPECIFICATIONS, AND NYSDEC REQUIREMENTS, NYSDEC REQUIREMENTS SHALL

CONTROL.

STORMWATER POLLUTION PREVENTION NOTES

1. THE PROJECT IS SUBJECT TO CITY OF BUFFALO ZONING AND LAND USE REGULATIONS, INCLUDING THE BUFFALO GREEN CODE AND TO THE SUBSTANTIVE

EROSION AND SEDIMENT CONTROL REQUIREMENTS OF THE NYSDEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION

ACTIVITY (GP-0-25-001).

2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED, MAINTAINED, AND INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS OF NYSDEC SPDES GENERAL PERMIT GP-0-25-001 AND CONSTRUCTION DOCUMENTS. NO SWPPP IS FILED FOR THIS PROJECT. NO PERMANENT STORMWATER

MANAGEMENT PRACTICE IS REQUIRED.

3. ALL INSPECTION AND MAINTENANCE REQUIREMENTS OF THE NYSDEC SPDES CONSTRUCTION GENERAL PERMIT SHALL BE FOLLOWED FOR THE DURATION OF

CONSTRUCTION ACTIVITY.

4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AT LEAST ONE TRAINED CONTRACTOR FROM EACH COMPANY PERFORMING SOIL-DISTURBING ACTIVITIES SHALL BE IDENTIFIED AS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL IMPLEMENTATION. AT LEAST ONE TRAINED CONTRACTOR SHALL BE PRESENT

ON SITE DURING SOIL-DISTURBING ACTIVITIES.

5. THE OWNER SHALL DESIGNATE A QUALIFIED INSPECTOR, AS DEFINED BY THE PERMIT, TO PERFORM REQUIRED SITE INSPECTIONS. THE QUALIFIED INSPECTOR SHALL INSPECT THE SITE FOR COMPLIANCE WITH AND PERMIT REQUIREMENTS AND SHALL IDENTIFY ITEMS REQUIRING MAINTENANCE OR CORRECTIVE ACTION. IDENTIFIED MAINTENANCE OR CORRECTIVE ACTIONS SHALL BE INITIATED WITHIN ONE BUSINESS DAY AND COMPLETED PRIOR TO THE NEXT INSPECTION, IN ACCORDANCE WITH PERMIT REQUIREMENTS. INSPECTIONS SHALL BE PERFORMED AT A MINIMUM FREQUENCY OF ONCE EVERY SEVEN (7)

CALENDAR DAYS, OR MORE FREQUENTLY AS REQUIRED BY SITE CONDITIONS OR THE PERMIT.

6. A CURRENT RECORD OF ALL REQUIRED INSPECTIONS SHALL BE MAINTAINED ON SITE AT ALL TIMES, INCLUDING ANY REVISIONS OR MODIFICATIONS TO THE

EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS.

7. AT A MINIMUM, TRAINED CONTRACTORS SHALL ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE PROPERLY INSTALLED, MAINTAINED, AND FUNCTIONING; THAT DISTURBED AREAS ARE STABILIZED IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS; THAT TRACKING OF SEDIMENT ONTO ADJACENT

AREAS IS MINIMIZED; AND THAT GENERAL SITE HOUSEKEEPING IS MAINTAINED.

8. THE QUALIFIED INSPECTOR SHALL PERFORM A FINAL SITE INSPECTION AND CERTIFY THAT FINAL STABILIZATION HAS BEEN ACHIEVED AND THAT TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REMOVED, IN ACCORDANCE WITH PERMIT REQUIREMENTS.

EROSION AND SEDIMENT CONTROL NOTES

1. INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE NEW YORK STATE STANDARDS

AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (COMMONLY REFERRED TO AS THE “BLUE BOOK”).

2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES FOR EACH PHASE OF WORK PRIOR TO THE COMMENCEMENT OF SOIL DISTURBANCE OR EARTHWORK ACTIVITIES IN THAT PHASE. APPLICABLE MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE STABILIZED AND HAVE ACHIEVED A MINIMUM OF EIGHTY PERCENT (80%) VEGETATIVE COVER, OR EQUIVALENT STABILIZATION, IN ACCORDANCE WITH NYSDEC SPDES GENERAL PERMIT GP-0-25-001.

3. PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS CONDITIONS WARRANT, INCLUDING SILT FENCE, SEEDING, TEMPORARY MULCHING, STABILIZATION BLANKETS, OR OTHER APPROVED PRACTICES. PROTECT ADJACENT WATER BODIES, DRAINAGE SYSTEMS, AND DOWNSTREAM AREAS FROM SEDIMENTATION AND PREVENT DAMAGE TO ADJACENT PROPERTIES UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. REPAIR OR REPLACE FAILED

EROSION AND SEDIMENT CONTROL MEASURES PROMPTLY.

4. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT THE DISCHARGE OF SEDIMENT OR POLLUTANTS INTO ANY WATER BODY OR DRAINAGE SYSTEM, INCLUDING BUT NOT LIMITED TO SILT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS, PAINT, CONCRETE LEACHATE, DUST, OR OTHER CONSTRUCTION-RELATED POLLUTANTS.

5. RING ALL STOCKPILES OF ERODIBLE MATERIAL WITH SILT FENCE OR FILTER SOCK. STABILIZE ALL STOCKPILES EXPOSED FOR LONGER THAN FOURTEEN (14) DAYS WITH TEMPORARY SEED AND MULCH, TEMPORARY COVER, OR OTHER MEANS OF TEMPORARY STABILIZATION PROVIDED.

6. INSTALL AND PROPERLY ANCHOR STABILIZATION MATTING (EROSION CONTROL BLANKETS) FOLLOWING TOPSOILING AND SEEDING ON ANY DISTURBED SURFACES WITH SLOPES EQUAL TO OR GREATER THAN 3H:1V, AND IN ACCORDANCE WITH THE BLUE BOOK.

7. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES AND EQUIPMENT AND MATERIAL STORAGE AREAS. LOCATIONS SHALL BE COORDINATED WITH OWNER’S REPRESENTATIVE. STABILIZE BARE AREAS IN ENTRANCES, CONSTRUCTION ROUTES, OR STAGING AREAS IMMEDIATELY.

8. MAINTAIN EROSION AND SEDIMENT CONTROL FEATURES UNTIL VEGETATION OR SEEDING HAS BEEN ESTABLISHED. AFTER ACCEPTANCE OF RESTORATION BY THE

OWNER’S REPRESENTATIVE, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES.

REMOVALS NOTES

1. REMOVE EXISTING VEGETATION INCLUDING GRASSES, WEEDS, AND HERBACEOUS GROWTH WITHIN THE LIMITS OF WORK AS SHOWN ON THE DRAWINGS. REMOVE

ALL ROOT MATERIAL TO A MINIMUM DEPTH OF 12 INCHES BELOW FINISH GRADE IN AREAS TO RECEIVE PAVEMENTS, STRUCTURAL FILL, GRADE BEAM

CONSTRUCTION, OR PLANTING BED RESTORATION.

2. WHERE WEEDS OR INVASIVE VEGETATION ARE GROWING THROUGH EXISTING PAVEMENT OR PAVING JOINTS WITHIN THE PROJECT LIMITS, HERBICIDE TREATMENT SHALL BE APPLIED IN LIEU OF OR PRIOR TO MECHANICAL REMOVAL. HERBICIDE APPLICATION SHALL BE PERFORMED BY A LICENSED PESTICIDE APPLICATOR IN ACCORDANCE WITH SPECIFICATION SECTION 311000. WITHIN 50 FEET OF THE QUAY WALL EDGE OR OPEN WATER, ONLY AQUATIC-APPROVED HERBICIDE FORMULATIONS SHALL BE USED. HERBICIDE TREATMENT SHALL PRECEDE ANY PAVEMENT WORK IN AFFECTED AREAS.

3. SAWCUTTING IS REQUIRED FOR ALL TRENCH EXCAVATION, PAVEMENT REMOVAL, AND RELATED EXCAVATION WORK WITHIN EXISTING PAVED AREAS OR AT CURBS, UNLESS OTHERWISE NOTED OR APPROVED BY THE OWNER'S REPRESENTATIVE. SAWCUT LINES SHALL BE STRAIGHT AND TRUE, FULL DEPTH OF THE EXISTING

PAVEMENT SECTION.

4. WHERE EXISTING ASPHALT PAVEMENT AREAS ARE DISTURBED BEYOND THE LIMITS OF INTENDED MILL-AND-FILL OR FULL-DEPTH RECONSTRUCTION AS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL RESTORE THE DISTURBED AREA TO MATCH EXISTING PAVEMENT SECTION AND SURFACE CONDITION TO THE

SATISFACTION OF THE OWNER'S REPRESENTATIVE.

5. EXCAVATED MATERIALS PROPOSED FOR REUSE SHALL BE STOCKPILED IN A DESIGNATED AREA AS SHOWN ON THE STAGING PLAN, OR AS APPROVED BY THE OWNER'S REPRESENTATIVE, AND SHALL BE KEPT SEPARATE FROM OTHER MATERIAL STOCKPILES. ALL EXCAVATED MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH THE PROJECT SITE MANAGEMENT PLAN AND SPECIFICATION SECTION 017419. MATERIAL NOT PROPOSED FOR REUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATORY REQUIREMENTS. UNSUITABLE SOILS SHALL BE REMOVED AND DISPOSED OF

AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

6. EXISTING QUAY WALL CAP MATERIALS, AND MISCELLANEOUS METALWORK DESIGNATED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF OFF-SITE UNLESS SPECIFICALLY NOTED FOR SALVAGE OR REUSE ON THE DRAWINGS. COORDINATE ALL REMOVALS AT THE QUAY WALL EDGE WITH THE OWNER'S

REPRESENTATIVE PRIOR TO COMMENCING WORK.

7. EXISTING METAL FENCING AND FENCE COMPONENTS WITHIN THE LIMITS OF WORK SHALL BE REMOVED IN THEIR ENTIRETY. REMOVED METAL FENCING SHALL BE OFFERED TO THE OWNER'S REPRESENTATIVE FOR SALVAGE PRIOR TO DISPOSAL. IF THE OWNER ELECTS TO RETAIN THE MATERIAL, THE CONTRACTOR SHALL STOCKPILE AND STAGE IT AT A LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE. IF THE OWNER DOES NOT ELECT TO RETAIN THE MATERIAL, THE CONTRACTOR SHALL REMOVE IT FROM THE SITE AND DISPOSE OF IT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.

STAGING AND WORK ZONE CONTROL NOTES

1. ENSURE THAT CONDITIONS SURROUNDING THE WORK AREA ARE ADEQUATE FOR PUBLIC SAFETY AT ALL TIMES. IMMEDIATELY REPORT THE PRESENCE OF ANY

UNSAFE CONDITIONS TO THE OWNER’S REPRESENTATIVE .

2. NOTIFY LOCAL LAW ENFORCEMENT AND EMERGENCY SERVICES OF CHANGES TO THE TRAFFIC (VEHICULAR AND/OR PEDESTRIAN) PATTERNS AND ANY OTHER

COORDINATION THEY REQUIRE.

3. MAINTAIN A SAFE TRAVEL WAY FOR PEDESTRIANS AROUND ALL WORK AREAS. KEEP ALL WORK AREAS, EITHER ACTIVE OR INACTIVE, INACCESSIBLE TO THE PUBLIC

AT ALL TIMES BY MEANS ACCEPTABLE TO THE OWNER’S REPRESENTATIVE.

4. COORDINATE TRAFFIC CONTROL MEASURES AND WORK SCHEDULE FOR ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY WITH OWNER’S REPRESENTATIVE.

5. MAINTENANCE AND PROTECTION OF TRAFFIC MUST COMPLY WITH THE FEDERAL AND NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, SECTION 619 OF THE CURRENT NYSDOT STANDARD SPECIFICATIONS, THESE PLANS, AND AS ORDERED BY THE OWNER’S

REPRESENTATIVE.

6. VEHICLES AND/OR EQUIPMENT BELONGING TO THE CONTRACTOR OR THEIR WORKERS MAY NOT BE PARKED ON THE PAVEMENT OR SHOULDER ALONG A ROADWAY BEING USED BY THE GENERAL PUBLIC. NO MATERIAL MAY BE PLACED ON THE SHOULDER OR WITHIN THE CLEAR ROADSIDE AREA. CONSTRUCTION EQUIPMENT, MATERIALS, AND/OR VEHICLES STORED DURING NON-WORKING HOURS OR OVERNIGHT MUST BE LOCATED IN A FENCED PROJECT AREA AS SHOWN ON THE

STAGING PLAN OR PER OWNER’S REPRESENTATIVE.

LEGEND

SANITARY SEWER PIPE

SAWCUT PAVEMENT

PROPOSED SPOT ELEVATION

PROPOSED CONTOUR

EXISTING CONTOUR

560.50

LIGHT POLE

ELECTRIC LINE

OVERHEAD WIRE

SIGNAGE

BOLLARD

TEMPORARY PERIMETER CHAINLINK FENCE

SILT FENCE / FILTER SOCK

WATER LINE

GAS LINE

PROPERTY LINE

CO CLEANOUT

ABBREVIATIONS

TOP OF CURBTC

BOTTOM OF CURBBC

TOP OF STAIRTS

BOTTOM OF STAIRBS

TOP OF WALLTW

BOTTOM OF WALLBW

EDGE OF PAVEMENTEP

STRUCTURE RIM RIM

INVERTINV

CATCH BASINCB

DRAINAGE INLETDI

STORM MANHOLEST MH

SANITARY MANHOLESAN MH

REINFORCED CONCRETE PIPERCP

WATER VALVEWV

ELEVATIONELEV

NORTHING N

EASTINGE

MANHOLEMH

RADIUSR

EXISTINGEX

NOT FIELD VERIFIEDNFV

LIMITS OF CONTRACT / GRADING

PROPERTY LINE SETBACK

NYSDEC EASEMENT

STORM PIPE

YARD DRAIN

ASPHALT WALKWAY

REMOVAL OF ASPHALT PAVEMENT

CONCRETE PAD

SYNTHETIC TURF

PERMANENT PERIMETER CHAINLINK FENCE AND GATE

SITE AND STRUCTURAL CONTRACT LIMIT LINE

ELECTRICAL CONTRACT LIMIT LINE

MILL ASPHALT

CJ CONCRETE PAD TOOLED JOINT

CRUSHER RUN GRAVEL FILL

LANDSCAPE BED

ASPHALT MILL AND TOP

Co py rig ht ©

AZ

AR

D

ES

IG

N

CO

, a ll r igh ts res erv ed

. N o p ort ion of th is dra win g m ay be re pro du ce d, sto red , o r tr an sm itte d b y a ny m ea ns w ith ou t p rio r w ritt en pe rm iss ion of th e d es ign pr ofe ss ion al.

Al ter ati on s t o t his do cu me nt are ille ga l e xc ep t w he n m ad e i n a cc ord an ce w ith th e N ew

Yo rk

Sta te

Ed uc ati on

La w, Se cti on

, S ub div isio

D

AT

E 7/2

7/2

6 3 :04

:10

N

AM

E C:

\U se rs\ sfa rm an d\D C\

AC

CD

oc s\A za r D es ign

\EC

HD

C Te rm ina l B Sa fet y I mp rov em en ts\ Pr oje ct

Fil es

\M od els \Si te- Civ il-L A\2

6.0 0_

Co ve r.d wg

CE

RT

IFI

CA

TE

O

F A

UT

HO

RI

ZA

TIO

N

NO

SEAL:

PROJECT STATUS:

REVISION

NUMBER REVISION DATE

SCALE:

CHECKED BY:

PROJECT NO.:

SHEET:

DRAWN BY:

DATE: PROJECT MANAGER:

SHEET # OF

AZAR No. 250136.00

05/20/2026 ZR

TE

RM

INA

L B

SA

FE

TY

IM

PR

OV

EM

EN

TS

1 F

UH

RM

AN

N

BO

UL

EV

AR

D, BU

FF

AL

O, N Y 1

OW

NE

R:

Er ie Ca na l H arb or

De ve lop me nt Co rpo rat ion (E

CH

DC

CONTRACT DOCUMENTS

ISSUED FOR BID

This document is valid only if bearing a professional seal, signature, and date.

07/28/2026ADDENDUM 01

NO

TE

S

AN

D

LE

GE

ND

G002

NOT TO SCALE

SF MF-ZR

XXX

EARTHWORK AND SITE RESTORATION NOTES

1. SEE STRUCTURAL DRAWINGS FOR QUAY WALL REPAIRS AND REINFORCEMENT. REFER TO SPECIFICATION SECTION 310000 FOR ADDITIONAL EARTHWORK

INFORMATION.

2. THE PROJECT GENERALLY UTILIZES A MILL AND OVERLAY APPROACH FOR EXISTING ASPHALT SURFACES, MINIMIZING SUBSURFACE DISTURBANCE.

FULL-DEPTH EXCAVATION IS LIMITED TO LOCALIZED AREAS INCLUDING STRUCTURAL REPAIRS, PLANTING BEDS, AND MINOR SITE WORK AS INDICATED ON THE

DRAWINGS.

3. GEOTECHNICAL INVESTIGATIONS INDICATE THAT EXISTING SITE CONDITIONS GENERALLY CONSIST OF ASPHALT PAVEMENT OVER SAND AND SLAG FILL.

AREAS TO RECEIVE NEW PAVING SHALL UTILIZE THE EXISTING SUBBASE WHERE PRESENT. DO NOT REMOVE EXISTING SUBBASE; RECOMPACT IN PLACE AND

ADJUST GRADES WITH IMPORTED CLEAN SUBBASE MATERIAL PRIOR TO FINAL COMPACTION.

4. GROUNDWATER WAS GENERALLY OBSERVED AT APPROXIMATELY 13 FEET BELOW GRADE AT THE TIME OF THE GEOTECHNICAL INVESTIGATION; HOWEVER, GROUNDWATER LEVELS ARE EXPECTED TO VARY SEASONALLY AND IN RESPONSE TO PRECIPITATION, CONSTRUCTION ACTIVITIES, AND PROXIMITY TO LAKE ERIE AND ITS ORDINARY HIGH WATER MARK (OHWM). GROUNDWATER MAY BE ENCOUNTERED AT SHALLOWER DEPTHS THAN OBSERVED. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING SHALL BE MAINTAINED IN EXCAVATED AREAS UNTIL ALL EXCAVATIONS ARE BACKFILLED AND POSITIVE

SURFACE DRAINAGE IS ACHIEVED.

5. SUBBASE MATERIALS SHALL NOT BE PERMITTED TO POND STANDING WATER OR BECOME SATURATED, FROZEN, OR OTHERWISE DISTURBED PRIOR TO

PLACEMENT OF PAVEMENT OR SURFACE MATERIALS.

6. RESTORE EXCAVATIONS AND DISTURBED AREAS TO THE PROPOSED CONDITIONS SHOWN ON THE DRAWINGS AND PROJECT SPECIFICATIONS. THIS INCLUDES

CONSTRUCTION ACCESS ROUTES, STAGING AREAS, AND DESIGNATED CONTRACT WORK AREAS.

7. PROVIDE ROUNDING AT TOP OF CUTS AND TOE OF FILLS WHEREVER POSSIBLE TO BLEND NEW CONTOURS TO EXISTING.

8. UNLESS OTHERWISE STATED ON THE DRAWINGS, RESTORE DISTURBED AREAS WITH TOPSOIL (4" MINIMUM), HYDROSEEDING, MULCHING, AND WATERING TO

ACHIEVE SUFFICIENT STABILIZED CONDITIONS.

9. THE CONTRACTOR SHALL MAINTAIN LAWN AREAS WITHIN THE CONTRACT LIMITS FOR THE DURATION OF CONSTRUCTION. MAINTAIN GRASS AT A HEIGHT

BETWEEN 3 INCHES AND 4 INCHES UNTIL FINAL ACCEPTANCE OF THE WORK.

10. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES.

11. GRADING WITHIN CRITICAL ROOT ZONES ("CRZ'S") OF EXISTING TREES TO REMAIN TO BE MINIMIZED AND AS APPROVED BY LANDSCAPE ARCHITECT. CHANGES IN GRADE WITHIN THE CRZ THAT EXCEED 3" SHALL NOT OCCUR WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT.

12. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE.

PLANTING NOTES

1. ALL DIMENSIONS SHOWN ARE TO THE NEAREST EXISTING OR PROPOSED STRUCTURE, PAVEMENT EDGE, OR REFERENCE FEATURE. CONTRACTOR SHALL

VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO INSTALLATION.

2. ALL PLANTING MATERIALS AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF ANSI Z60.1 – AMERICAN STANDARD FOR NURSERY STOCK AND

APPLICABLE PROJECT SPECIFICATIONS.

3. AFTER FINAL GRADING IS COMPLETE, THE CONTRACTOR SHALL INSTALL ALL TREES, SHRUBS, AND PERENNIALS AT THE LOCATIONS INDICATED ON THE CONTRACT DRAWINGS. ANY REQUIRED ADJUSTMENTS DUE TO FIELD CONDITIONS SHALL BE REVIEWED AND APPROVED BY THE OWNER’S REPRESENTATIVE

PRIOR TO INSTALLATION.

4. KEEP ALL SHRUBS PLANTED NEAR PAVEMENT OR WALK EDGES SUFFICIENTLY CLEAR OF ADJACENT SURFACES, ALLOWING FOR MATURE GROWTH AND

MAINTENANCE ACCESS.

5. ANY AND ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT SCHEDULED TO RECEIVE PLANTING OR PAVING SHALL BE STABILIZED, SEEDED, AND MULCHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND EROSION AND SEDIMENT CONTROL REQUIREMENTS.

6. TOPSOIL, SOIL AMENDMENTS, MULCH, FERTILIZERS, AND PLANTING MEDIA SHALL COMPLY WITH THE PROJECT SPECIFICATIONS AND APPLICABLE SOIL

MANAGEMENT REQUIREMENTS.

7. ALL TREES AND PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES, INCLUDING PROPER EXCAVATION, BACKFILLING, WATERING, MULCHING, AND STAKING WHERE REQUIRED.

8. PROTECT ALL EXISTING TREES, SHRUBS, AND VEGETATION TO REMAIN DURING CONSTRUCTION. NO STORAGE OF MATERIALS, EQUIPMENT, OR SOIL

STOCKPILES SHALL OCCUR WITHIN TREE PROTECTION AREAS.

9. ANY EXISTING TREES DAMAGED DURING CONSTRUCTION SHALL BE EVALUATED BY A QUALIFIED ARBORIST OR LANDSCAPE PROFESSIONAL AND REPAIRED OR REPLACED AS DIRECTED BY THE OWNER’S REPRESENTATIVE, AT THE CONTRACTOR’S EXPENSE.

10. EXCAVATION, GRADING, OR TRENCHING WITHIN THE CRITICAL ROOT ZONE (CRZ) OF TREES TO REMAIN SHALL BE MINIMIZED. ANY WORK WITHIN THE CRZ SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED TREE PROTECTION MEASURES AND ONLY AS SHOWN ON THE DRAWINGS OR APPROVED IN

WRITING.

11. THE CRITICAL ROOT ZONE (CRZ) IS DEFINED AS A RADIUS MEASURED FROM THE TRUNK EQUAL TO ONE (1) FOOT FOR EACH INCH OF TRUNK DIAMETER AT

BREAST HEIGHT (DBH), UNLESS OTHERWISE INDICATED.

12. ALL PLANTED AREAS SHALL RECEIVE REGULAR WATERING, MAINTENANCE, AND CARE DURING THE ESTABLISHMENT PERIOD TO ACHIEVE HEALTHY GROWTH AND SURVIVAL THROUGH THE END OF THE GROWING SEASON OR UNTIL FINAL ACCEPTANCE, AS SPECIFIED.

IMPORTED FILL, SOIL, AND AMENDMENTS (OUTSIDE EASEMENT)

1. ALL SOIL, FILL, AND SOIL AMENDMENT MATERIALS PROPOSED FOR IMPORT AND USE OUTSIDE THE NYSDEC ENVIRONMENTAL EASEMENT SHALL COMPLY WITH

THE PROJECT SITE MANAGEMENT PLAN AND APPLICABLE REGULATORY REQUIREMENTS.

2. IMPORTED MATERIALS SHALL BE TESTED AND APPROVED PRIOR TO PLACEMENT ON SITE, IN ACCORDANCE WITH THE PROJECT SITE MANAGEMENT PLAN.

3. THE CONTRACTOR SHALL SUBMIT ALL TESTING RESULTS, CERTIFICATIONS, AND PROPOSED REUSE OR IMPORT DOCUMENTATION TO THE OWNER OR

OWNER’S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT.

UTILITY NOTES

1. REFER TO SPECIFICATION SECTION 01 41 00 – REGULATORY REQUIREMENTS, FOR UTILITY COORDINATION REQUIREMENTS. THE CONTRACTOR SHALL

OBTAIN ALL REQUIRED PERMITS AND APPROVALS FROM UTILITY PROVIDERS PRIOR TO PERFORMING WORK INVOLVING CONNECTIONS TO PUBLIC UTILITIES.

2. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE BASED ON AVAILABLE RECORDS AND FIELD OBSERVATIONS WHERE FEASIBLE. ADDITIONAL UTILITIES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES IN THE FIELD AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT UTILITIES ENCOUNTERED DURING CONSTRUCTION. UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR’S EXPENSE, IN COORDINATION WITH THE UTILITY OWNER.

3. VERIFY THE LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. NOTIFY THE OWNER’S REPRESENTATIVE OF ANY

DISCREPANCIES OR CONFLICTS PRIOR TO PROCEEDING.

4. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES TO REMAIN AND TO MAINTAIN UNINTERRUPTED SERVICE. SUPPORT AND PROTECT UTILITIES EXPOSED DURING EXCAVATION AND PROTECT UTILITIES FROM DAMAGE BY CONSTRUCTION EQUIPMENT. UTILITIES DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR’S EXPENSE.

5. NOTIFY THE OWNER’S REPRESENTATIVE A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY PROPOSED UTILITY SHUTDOWN TO ALLOW FOR

COORDINATION WITH AFFECTED PARTIES.

6. ADJUST OR REPLACE EXISTING WATER VALVES, GAS VALVES, STEAM, ELECTRIC, TELECOMMUNICATIONS, SANITARY SEWER, AND STORM MANHOLES AND/OR COVERS WITHIN THE LIMITS OF WORK AS REQUIRED TO MATCH PROPOSED FINISHED GRADES.

SOIL PROFILES AND ENVIRONMENTAL COVER SYSTEMS

1. NO DEMARCATION LAYER IS REQUIRED BENEATH NEW CONCRETE OR PAVED SURFACES OUTSIDE THE NYSDEC ENVIRONMENTAL EASEMENT, INCLUDING

AREAS ASSOCIATED WITH STRUCTURAL REPAIRS, QUAY WALL IMPROVEMENTS, AND SURFACE RESTORATION.

2. WHERE NEW OPEN SOIL AREAS CONSTRUCTED OUTSIDE THE NYSDEC ENVIRONMENTAL EASEMENT, INCLUDING PLANTING BEDS, A DEMARCATION LAYER SHALL BE PLACED AT THE TOP OF EXISTING SUBGRADE, WITH A MINIMUM OF ONE FOOT (1'-0") OF CLEAN COVER PLACED ABOVE THE DEMARCATION LAYER, UNLESS OTHERWISE APPROVED BY THE OWNER OR OWNER’S REPRESENTATIVE.

3. IN ALL PLANTED AREAS THE MINIMUM ENVIRONMENTAL COVER DEPTH AND SOIL COMPOSITION SHOWN IN THE DETAILS SHALL BE PROVIDED.

4. IN ALL PLANTED AREAS NO CONTAMINATED OR RECLAIMED SOILS SHALL BE USED WITHIN THE UPPER TWELVE INCHES (12") OF FINISHED GRADE.

PAVING NOTES

1. PRIOR TO MILLING, CONTRACTOR SHALL SAWCUT A CLEAN, STRAIGHT EDGE AT ALL LIMITS OF MILLING AS SHOWN ON PLANS. SAWCUT SHALL BE FULL DEPTH OF

MILLING (MINIMUM 1-1/2 INCHES). IRREGULAR OR RAGGED MILLING EDGES WILL NOT BE ACCEPTED.

2. MILL EXISTING ASPHALT PAVEMENT TO A MINIMUM DEPTH OF 1-1/2 INCHES USING A COLD MILLING MACHINE. MILLING SHALL PRODUCE A UNIFORM, TEXTURED SURFACE WITH GROOVES RUNNING PARALLEL TO THE DIRECTION OF TRAVEL. MAXIMUM GROOVE DEPTH: 1/4 INCH.

3. ALL MILLED AREAS SHALL EXTEND A MINIMUM OF 12 INCHES BEYOND THE LIMITS OF VISIBLE PAVEMENT DISTRESS (ALLIGATOR CRACKING, RAVELING, OR POTHOLES). WHERE DISTRESS EXTENDS BEYOND THE PLANNED MILLING LIMITS, NOTIFY THE OWNER'S REPRESENTATIVE FOR DIRECTION PRIOR TO PROCEEDING.

4. MILLED SURFACES SHALL BE CLEANED OF ALL LOOSE MATERIAL, DUST, AND DEBRIS BY MECHANICAL SWEEPING AND/OR COMPRESSED AIR PRIOR TO APPLICATION OF TACK COAT. NO OVERLAY SHALL BE PLACED ON A MILLED SURFACE THAT HAS NOT BEEN CLEANED AND INSPECTED.

5. MILLINGS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED. MILLINGS SHALL NOT BE STOCKPILED WITHIN 50 FEET OF THE QUAY WALL OR WITHIN THE NYSDEC ENVIRONMENTAL EASEMENT WITHOUT WRITTEN APPROVAL FROM THE OWNER'S

REPRESENTATIVE.

6. MILLING OPERATIONS SHALL NOT DAMAGE EXISTING SUBBASE. IF SUBBASE IS DISTURBED OR EXPOSED DURING MILLING, CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER'S REPRESENTATIVE. REPAIR OF DISTURBED SUBBASE SHALL BE PER THE DIRECTION OF THE ENGINEER AT NO ADDITIONAL COST TO THE

OWNER IF DAMAGE RESULTS FROM CONTRACTOR'S OPERATIONS.

7. MILLING DEPTH SHALL BE VERIFIED AT 50-FOOT INTERVALS ALONG THE CENTERLINE OF THE MILLING PATH. CONTRACTOR SHALL PROVIDE DEPTH MEASUREMENTS

TO THE OWNER'S REPRESENTATIVE PRIOR TO OVERLAY PLACEMENT.

8. APPLY BITUMINOUS TACK COAT UNIFORMLY TO ALL MILLED SURFACES AND TO THE VERTICAL FACE OF ALL SAWCUT EDGES PRIOR TO OVERLAY PLACEMENT.

APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES THAT WILL RECEIVE NEW ASPHALT, INCLUDING OVERLAY AREAS, SAWCUT EDGES, AND THE INTERFACE

BETWEEN NEW AND EXISTING PAVEMENT AT PATCH LIMITS.

9. FOLLOWING COMPLETION OF MILLING OPERATIONS AND PRIOR TO PLACEMENT OF TACK COAT OR OVERLAY, ALL MILLED SURFACES AND EXPOSED SUBBASE AREAS SHALL BE PROOF-ROLLED WITH A MINIMUM 10-TON STATIC STEEL-DRUM ROLLER AT A SLOW, UNIFORM SPEED (2-3 MPH) IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL MAKE A MINIMUM OF TWO COMPLETE PASSES OVER THE ENTIRE MILLED AREA. ANY AREAS EXHIBITING DEFLECTION, PUMPING, RUTTING GREATER THAN 1/2 INCH, OR OTHER EVIDENCE OF SUBGRADE INSTABILITY SHALL BE MARKED AND REPORTED TO THE OWNER'S REPRESENTATIVE. UNSTABLE AREAS SHALL BE EXCAVATED TO COMPETENT SUBGRADE, BACKFILLED WITH NYSDOT TYPE 2 SUBBASE COURSE (ITEM 304.12), AND COMPACTED TO 95% MODIFIED PROCTOR (ASTM D 1557) PRIOR TO PAVING. PROOF ROLLING SHALL NOT BE PERFORMED WHEN SUBGRADE IS FROZEN OR SATURATED. CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCE NOTICE TO THE OWNER'S REPRESENTATIVE PRIOR TO PROOF ROLLING. RESULTS OF PROOF ROLLING SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO AUTHORIZATION TO PROCEED WITH

OVERLAY PLACEMENT.

10. TACK COAT SHALL BE APPLIED TO A DRY SURFACE ONLY. DO NOT APPLY TACK COAT DURING RAIN OR WHEN SURFACE IS WET. ALLOW TACK COAT TO BREAK

(CHANGE FROM BROWN TO BLACK) BEFORE PLACING OVERLAY.

11. OVERLAY SURFACE TOLERANCE: 1/4 INCH IN 10 FEET MEASURED WITH A STRAIGHTEDGE PLACED PARALLEL AND PERPENDICULAR TO THE CENTERLINE. PONDING WATER IS NOT ACCEPTABLE. ANY AREA THAT PONDS WATER SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE.

12. CROSS-SLOPE SHALL BE MAINTAINED AT A MINIMUM 1.0% TOWARD THE WATERSIDE (SHEET FLOW TO QUAY WALL) UNLESS OTHERWISE SHOWN ON GRADING PLANS. CONTRACTOR SHALL VERIFY CROSS-SLOPE WITH A 4-FOOT LEVEL AT 25-FOOT INTERVALS AND REPORT RESULTS TO THE OWNER'S REPRESENTATIVE.

13. WHERE EXISTING PAVEMENT IS DESIGNATED FOR FULL-DEPTH REMOVAL AND REPLACEMENT ON PLANS, REMOVE ASPHALT FULL DEPTH TO THE TOP OF EXISTING SUBBASE. IF SUBBASE IS FOUND TO BE CONTAMINATED, SATURATED, OR OTHERWISE UNSUITABLE, NOTIFY THE OWNER'S REPRESENTATIVE. DO NOT PROCEED

WITH PATCHING UNTIL SUBBASE CONDITION IS APPROVED.

14. WHERE FULL-DEPTH PATCH ABUTS EXISTING PAVEMENT TO REMAIN, MATCH ELEVATION OF ADJACENT PAVEMENT SURFACE. IF EXISTING PAVEMENT IS HIGHER THAN PATCH, MILL A 12-INCH-WIDE TAPER AT THE INTERFACE TO PROVIDE A FLUSH TRANSITION.

15. NO MILLING OR PAVING OPERATIONS SHALL BE CONDUCTED WHEN AMBIENT TEMPERATURE IS BELOW 40°F OR WHEN SURFACE TEMPERATURE OF THE EXISTING PAVEMENT IS BELOW 40°F. NO ASPHALT SHALL BE PLACED ON A FROZEN, WET, OR OTHERWISE UNSUITABLE SURFACE.

16. CONTRACTOR SHALL PROTECT THE EXISTING SHEET PILE QUAY WALL, GUARDRAIL, BOLLARDS, AND ALL ADJACENT STRUCTURES FROM DAMAGE DURING MILLING AND PAVING OPERATIONS. PAVING EQUIPMENT SHALL NOT BE STAGED, PARKED, OR OPERATED WITHIN 3 FEET OF GUARDRAIL POSTS OR BOLLARD PADS. ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT CONTRACTOR'S EXPENSE.

REVISION 01

4'

NEW CONC

OUTLETS

E

OUTLETS

E

ASPHALT

ASPH

ALT

ASPH

ALT

CONC.

CONC.

CONC.

OUT BT 583.6

TOP 588.5

IN BT 583.5

OUT BT 583.6

TOP 588.6

IN BT 583.6

C O

N C

C O

N C

C O

N C

C O

N C

C O

N C

C O

N C

C O

N C

C O

N C

ELEV.583.5

ELEV.583.5

ELEV.583.5

ELEV.583.5ELEV.583.4ELEV.583.5ELEV.583.7

E

LE

V .583.5

E

LE

V .583.5

E

LE

V .583.5

E

LE

V .583.5

E

LE

V .583.5

E

LE

V .583.5

ELEV.583.6

ELEV.583.5

ELEV.583.2

ELEV.583.3ELEV.583.2

ELEV.583.3

E

LE

V .583.6

ELEV.583.5

ELEV.583.5

ELEV.583.6

ELEV.583.5ELEV.583.6ELEV.583.6ELEV.583.6

OUT BT 583.5

TOP 588.6

IN BT 583.6

OUT BT 583.9

TOP 588.7

IN BT 583.6

WALL

RIPRAP AREA

GRASS AREA

STEEL PLATE TOP STEEL PLATE TOP"W" METAL WALL

EDGE OF WATER

EDGE OF WATER

CJ CJ CJ

CJ

CJ

2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2

CLL

CLL

CLL

CLL

CLL2CLL2CLL2CLL2

CL

L

CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL

CJ CJ CJ

L502

TIMBER BENCH, TYP

L502

SLOPED CONCRETE

CURB, TYP.

8+02

3+

3+ 50 4+ 00 4+

5+

5+

6+

6+

7+

7+50

8+00

L502

SYNTHETIC TURF

INSTALLATION

L502

SYNTHETIC TURF

INSTALLATION

15' 10'-6"

± 9'

33'-53 4"

± 4'

6'-5"

15'-6" CLEAR4'-01

2"

'-4

1 4" (S

TA

3+

6'-

'-1

11 2"

'-1

3 4" (S

TA

4+

'-8

(S

TA

6+

33'-21 4"

7'-1"

7'

6'-71 2"0"

RESTORE EX. HARBOR BOLLARD

AND CONCRETE PAD, TYP

ALIGN CURB WITH FACE

OF WALL OPENING, TYP.

L502

QTY (6)

BIKE RACK

L301

PLANTING BED

NORTH #11

L301

SITE SECTION AT

WATERFRONT, TYP

PLANTING BED

NORTH #2

JUvi

SHar

RHaG

BAha

RHaG

SAra

RHag

CRci

MOpe

MAba

MIX

MIX

L502

ASPHALT

WALKWAY, TYP

L502

ASPHALT

WALKWAY, TYP

C H

A

IN

LI

N

K

G

ATE

US MON

ASPHALT

CONC.

G R

A S

S A

R E

A

C O

N C

C O

N C

C O

N C

ELEV.583.5ELEV.583.6

ELEV.583.6

ELEV.582.4

E

LE

V .583.5

E

LE

V .583.5

ELEV.583.1

ELEV.583.6

ELEV.583.0ELEV.583.3ELEV.583.2

ELEV.583.6

E

LE

V .583.7

E

LE

V .583.5

OUT BT 583.6

TOP 588.6

IN BT 583.7

ASPHALT PARKING LOT

WALL

EDGE OF WATER

EDGE OF WATER

CJ CJ CJ

LAKE ERIE

TERMINAL B OPEN STEEL FRAME

CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2 CLL 2

CLL2CLL2CLL2CLL2CLL2CLL2CLL2

CLL

CLL2CLL2CLL2CLL2CLL2CLL2CLL2CLL2

CLL

CLL

CJ

CJ

CJ

CJ

L502

TIMBER BENCH, TYP.

0+

0+ 50 1+ 00 1+

2+

2+

3+

90°

22'-13 4"22'-03

4"

8'- 6"

37'-41 2"17'-4"9'-4"

±1 3'-

2"

'-0

1 4" (S

TA

1+

'-1

1 2" (S

TA

0+

17'-101 2" 4'-6"

135°

RESTORE EX. HARBOR BOLLARD AND

CONCRETE PAD, TYP

RESTORE PADS TO 90° CORNERS

AND PARALLEL EDGES

L501

PERMANENT

PERIMETER

CHAINLINK FENCE

AND GATE

L501

PERIMETER

CHAINLINK FENCE

L502

TIMBER BENCH, TYP.

L502

SLOPED CONCRETE

CURB, TYP.

QUAY WALL REPAIR AND METAL

GUARDRAIL INSTALLATION -

SEE STRUCTURAL DRAWINGS

REMOVE BROKEN ASPHALT,

RESTORE WITH COMPACTED

CRUSHER RUN GRAVEL FLUSH

WITH SURROUNDING GRADE

L502

BOULDER AT SLOPED

CONCRETE CURB

1 1

L301

SITE SECTION AT

WATER EDGE, TYP

PLANTING BED, SOUTH

BAha

SHar

JUvi

MAba

CRci

JUvi

SAra

RHaG

MIX

L502

ASPHALT

WALKWAY, TYP

L502

ASPHALT

WALKWAY, TYP

L502

ASPHALT

WALKWAY, TYP

0 8' 16' 32'16' 64'

Co py rig ht ©

AZ

AR

D

ES

IG

N

CO

, a ll r igh ts res erv ed

. N o p ort ion of th is dra win g m ay be re pro du ce d, sto red , o r tr an sm itte d b y a ny m ea ns w ith ou t p rio r w ritt en pe rm iss ion of th e d es ign pr ofe ss ion al.

Al ter ati on s t o t his do cu me nt are ille ga l e xc ep t w he n m ad e i n a cc ord an ce w ith th e N ew

Yo rk

Sta te

Ed uc ati on

La w, Se cti on

, S ub div isio

D

AT

E 7/2

8/2

6 4 :40

:02

N

AM

E C:

\U se rs\ sfa rm an d\D C\

AC

CD

oc s\A za r D es ign

\EC

HD

C Te rm ina l B Sa fet y I mp rov em en ts\ Pr oje ct

Fil es

\M od els \Si te- Civ il-L A\2

6.0 0_

LA

La yo ut.

dw g

CE

RT

IFI

CA

TE

O

F A

UT

HO

RI

ZA

TIO

N

NO

SEAL:

PROJECT STATUS:

REVISION

NUMBER REVISION DATE

SCALE:

CHECKED BY:

PROJECT NO.:

SHEET:

DRAWN BY:

DATE: PROJECT MANAGER:

SHEET # OF

AZAR No. 250136.00

05/20/2026 ZR

TE

RM

INA

L B

SA

FE

TY

IM

PR

OV

EM

EN

TS

1 F

UH

RM

AN

N

BO

UL

EV

AR

D, BU

FF

AL

O, N Y 1

OW

NE

R:

Er ie Ca na l H arb or

De ve lop me nt Co rpo rat ion (E

CH

DC

CONTRACT DOCUMENTS

ISSUED FOR BID

This document is valid only if bearing a professional seal, signature, and date.

07/28/2026REVISION 01

NScale: 1" = 16'-0"

SITE LAYOUT, MATERIALS AND FURNISHING PLAN NORTH1

Scale: 1" = 16'-0"

SITE LAYOUT, MATERIALS AND FURNISHING PLAN SOUTH1

SI

TE

LA

YO

UT

, M

AT

ER

IA

LS

A

ND

F

UR

NI

SH

IN

G

PL

AN

S

L101

1" = 16'-0"

SF MF-ZR

XXX

M

AT

C H

LI

N

E

- S

EE

S

IT

E

LA

YO

U T, M

AT

ER

IA

LS

A

N D

F U

R N

IS

H

IN

G

P

LA

N N

O R

TH

M

AT

C H

LI

N

E

- S

EE

S

IT

E

LA

YO

U T, M

AT

ER

IA

LS

A

N D

F U

R N

IS

H

IN

G

P

LA

N S

O U

TH

NOTES

1. SITE FURNISHINGS ARE BID ALTERNATE S1 IN SITE PACKAGE.

2. QUANTITIES LABELED "MIX" ON PLAN REPRESENT THE TOTAL COMBINED

COUNT OF ALL HERBACEOUS AND SHRUB SPECIES LISTED UNDER "MIX" IN

THE PLANTING SCHEDULE FOR THAT PLANTING BED. CONTRACTOR SHALL

DISTRIBUTE INDIVIDUAL SPECIES WITHIN EACH MIX AREA IN GENERAL

PROPORTION TO THE QUANTITIES SHOWN IN THE PLANTING SCHEDULE,

WITH FINAL LAYOUT LOCATED IN THE FIELD BY THE CONTRACTOR AND

APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

PROVIDE MINIMUM SPACING PER PLANTING SCHEDULE. GROUP LIKE

SPECIES IN INFORMAL DRIFTS OF 5–9 PLANTS MINIMUM; AVOID

SINGLE-SPECIMEN PLACEMENT AND AVOID LINEAR OR GEOMETRIC

ARRANGEMENTS. MOCKUP OF ONE (1) MIX BED REQUIRED FOR LANDSCAPE

ARCHITECT REVIEW PRIOR TO FULL INSTALLATION.

3. FOLLOWING PLUG INSTALLATION, ALL MIX PLANTING BED AREAS SHALL BE

OVERSEEDED WITH THE NATIVE MEADOW SEED MIX SPECIFIED IN SECTION

329200 — TURF AND GRASSES

PLANTING SCHEDULE

QTY ID NAME ROOT SIZE NOTES

20 BAha Baccharis halimifolia #5 CONT. 3' (Groundsel Tree)

40 RHaG Rhus aromatica 'Gro-Low' #3 CONT. 18" (Fragrant Sumac)

12 MOpe Morella pensylvanica #10 CONT. 4' (Bayberry)

5 CRci Crataegus crus-galli var. inermis #10 CONT. 6' Clump 3-5

(Thornless Cockspur Hawthorn)

12 SHar Shepherdia argentea #5 CONT. 3' (Buffaloberry)

40 SAra Salix repens var arenaria #3 CONT. 18" (Silver Creeping Willow)

23 JUvi Juniperus virginiana 'Grey Owl' #5 CONT. 30" (Grey Owl Eastern Redcedar)

5 MAba Malus baccata 'Midwest' #10 CONT. 6' Clump 3-5

(Midwest Crabapple)

100 MIX Schizachyrium scoparium 2 QT. -- SPACE 18" 60 MIX Rosa virginiana 2 QT. -- SPACE 24" 60 MIX Solidago nemoralis 1 QT. -- SPACE 18" 80 MIX Penstemon digitalis 1 QT. -- SPACE 18" 80 MIX Rudbeckia hirta 1 QT. -- SPACE 18" 60 MIX Vernonia fasciculata 1 QT. -- SPACE 24"

L301

SITE SECTION AT PLANTING BED

SCALE: NTS

L502

SLOPED

CONCRETE

CURB, TYP.

583.53

583.63

TOP OF STONE 586.05

DEMARCATION LAYER

EXISTING GRADE

BOULDER BEYOND, TYP.

18" PLANTING SOIL, TYP. PLACE APPROVED

FILL FROM SITE

L502

ASPHALT

WALKWAY,

TYP.

L501

TREE AND SHRUB

PLANTING

" M

AX

- 5

'-0

TOP OF STONE 588.63

L502

ASPHALT

MILL AND

TOP, TYP.

L301

NORTH PLANTING BED

SCALE: 3/16"=1'-0"

L502

BOULDER AT

SLOPED CONCRETE

CURB,TYP.

L502

SLOPED CONCRETE

CURB, TYP.

12'-0"

+/- 33'

+/- 39'

+/-23'-6"

+/- 43'-6"

7'-0" MIN. CLEAR

FROM RAIL

'-9

3/ 8"

'-1

0" M

IN

. C

LE

AR

FR

OM

R

AI

L

6'-0" FLUSH SECTION

17'-1 1/4"

6'-0" FLUSH SECTION

FL

OW

LI

NE

FLOW LINE

L502

ASPHALT

WALKWAY, TYP.

1% AVG.,

0.8% MIN.

581 100 YR. FLOOD

582 MINIMUM FFE

+/- 583 TOP OF EX. QUAY WALL

*NOTE: ORDINARY HIGH WATER IS DERIVED FROM U.S. Army Corps of Engineers (USACE) Great Lakes OHWM Tables, IGLD 1985 for Lake Erie under Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.

CONVERTED IGLD85 to NAVD88 BY NOAA VERTICAL DATA TRANSFORMER

Used by USACE and NYS DEC to define jurisdictional boundary for in-water work.

WATERFRONT TRAIL CORRIDOR, WIDTH VARIES (±28')

L301

SITE SECTION AT WATERFRONT

SCALE: 1/2"=1'-0"

PROPOSED 54" GUARDRAIL

SEE STRUCTURAL DWGS

EXISTING ASPHALT BASE TO

REMAIN (MILL AND OVERLAY)

REFER TO DETAIL 5/L502

EX. TERMINAL B

STRUCTURE

EXISTING

CONCRETE

SLAB (+/- 583.5)

PROPOSED WALL CAP

SEE STRUCTURAL DWGS

SUITABLE FILL

(MAY CONTAIN APPROVED

EXCAVATED MATERIALS)

IMPORTED PLANTING SOIL

OUTSIDE FACE OF

EX. SHEET PILE WALL EX. BOLLARD

FOUNDATION

SEE AS-BUILT PLANS

NEW AREA LIGHTING

ON EX. STRUCTURE

SEE ELECTRICAL DWGS

EXISTING

KNEE-WALL

(TOP +/- 588)

EX. BOLLARD & CONCRETE PAD TO

REMAIN AND BE PROTECTED

SEE NOTES FOR REFURBISHMENT

PROPOSED CONC TOPPING SLAB. SEE

STRUCTURAL DETAILS AND SITE PLAN

PROPOSED PLANTING BEDNEW ASPHALT PAVEMENT, TYP.

REFER TO DETAIL 4/L502

MATERIALS TO BE STOCKPILED AND

REUSED, REFER TO EARTHWORK AND

SITE CLEARING SPECIFICATIONS

NOTES:

1. EXISTING CAST STEEL HARBOR BOLLARDS TO REMAIN IN PLACE AND BE PROTECTED.

2. TEST EXISTING BOLLARD COATINGS FOR LEAD-BASED PAINT. IF LEAD IS PRESENT, DO NOT SAND, GRIND, OR WIRE

BRUSH EXISTING COATING. ENCAPSULATE WITH LEAD-LOCK PRIMER PER MANUFACTURER'S RECOMMENDATIONS.

3. SPOT-PRIME ANY BARE METAL WHERE EXISTING COATING HAS FLAKED OFF. APPLY MARINE-GRADE PRIMER AND TWO

COATS POLYURETHANE ENAMEL OVER FULL BOLLARD SURFACE. COLOR TO BE SELECTED BY ARCHITECT.

4. PATCH BROKEN CORNERS AND EDGES OF EXISTING CONCRETE PAD WITH POLYMER-MODIFIED REPAIR MORTAR.

FEATHER TO MATCH EXISTING PAD GEOMETRY. MORTAR SHALL BE COMPATIBLE WITH ACID STAIN APPLICATION.

5. GRIND EXISTING CONCRETE PAD SURFACE AS REQUIRED TO ACHIEVE 1% MINIMUM CROSS-SLOPE FOR POSITIVE

DRAINAGE TOWARD QUAY WALL. EXISTING CONDITIONS INDICATE 6" CLEAR COVER TO REINFORCING STEEL —

GRINDING SHALL NOT EXCEED 2" DEPTH.

6. FINAL PAD ELEVATION TO BE FIELD-VERIFIED WITH ENGINEER AFTER CAP PLATE INSTALLATION.

7. APPLY ACID STAIN TO CONCRETE PAD SURFACE PER SECTION 32 13213. STAIN COLOR TO REPLICATE WEATHERED

INDUSTRIAL FLOOR CHARACTER. APPLY TO FULL PAD EXTENT INCLUDING PATCHED AREAS. CONTRACTOR TO

PREPARE SAMPLE AREA FOR ARCHITECT REVIEW AND APPROVAL PRIOR TO FULL…